Analysis of Strengthening Mechanism of the Steep Slope Embankment through Centrifugal Model Test

Centrifuge model tests were conducted to investigate the geogrid-gravelly-soil-reinforced steep slope embankments. A control experiment was carried out on a set of unreinforced embankments. The following test results were obtained. Under a centrifugal force, the unreinforced gravelly soil steep emba...

Full description

Saved in:
Bibliographic Details
Main Authors: Jie Liu, Bin Wang, Yunlong Sun
Format: Article
Language:English
Published: Wiley 2022-01-01
Series:Shock and Vibration
Online Access:http://dx.doi.org/10.1155/2022/6536257
Tags: Add Tag
No Tags, Be the first to tag this record!